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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

100 ppm
200 ppm
150 ppm
50 ppm

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Less than 0.01 mm
Less than 0.1 mm
Greater than 0.1 mm
Less than 0.05 mm

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

More than 500
Less than 150
Between 150 to 200
Between 200 to 300

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Waste Water Engineering
The pH value of sewage is determined with the help of

Imhoff Cone
None of these
Turbid meter
Potentiometer

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Waste Water Engineering
Facultative bacteria survive in

Both cases A and B
The absence of oxygen
Neither A nor B
The presence of oxygen

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Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43834
43833
43894
43832

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